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19311 59th Avenue NE_BLD1750_2026
,, FIRE SPRINKLER PERMIT APPLICATION IN Department of Community &Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF COMPLETE AND SCALED PLANS, TWO (2) SETS OF HYDRAULIC CALCULATIONS, TWO (2) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: ❑ New Fire Sprinkler ❑✓ Fire Sprinkler Add/Alt ❑ Underground Fire Line 19311 59th AVE NE Arlington, WA 98223 Project Address: Parcel ID#: Project Valuation: 22,500.00 Number of Heads: 56 Building Area(Sq Ft):5,000 Owner: Pearson Millworks Phone Number: 360-424-6848 Address: P.O. Box 3246 City:Arlington State: WA Zip Code: 98223 Contact Person:Keith Kyle Phone Number: 425-388-0124 Cell Phone: 425-905-5780 Email: Keith@burnsfire.com Address: P.O. Box 1110 City:Granite Falls State: WA Zip Code:98252 Contractor: Burns Fire Protection Systems Phone Number: 425-388-0124 Address: P.O. Box 1110 City:Granite Falls State: WA Zip Cod©98252 Contractor's License Number: BURNSFP841DU Expiration:December 31st 2017 Contact Person: Keith Kyle Email:Keith@burnsfire.com '��Z S' �� S�FD hereby certify that the above infcrmalior�is correct and that the construction on, and the occupancy and the use of the above- described property wil be in accordance .h the laws,rules and regulation of the State of Washington. \i Sig ture Date Print Applicants ame J FOR STAFF USE ONLY Reeeived NOV 222017 Permit# Accept _ Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6116LP CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 _BUILDING PERMIT Address:19311 59th Avenue NE Permit#:1750 Parcel#:31051500401200 Valuation:22500.00 OWNER APPLICANT CONTRACTOR Name:City of Arlington Name:Burns Fire Protection Systems,Inc. Name:Bums Fire Protection Systems Address: 18204 59th Drive NE Address:P.O.Box 1110 Address:PO Box I I10 City,State Zip:Arlington,WA 98223 City,State Zip:Granite Falls,WA 98252 City,State Zip:Granite Falls,WA 98252 Phone: Phone:425-905-5780 Phone:360-691-2235 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: I CONST.TYPE: II-B DWELLING UNITS: 0 OCC GROUP: F-I BUILDINGS: I OCC LOAD: PERMIT APPROVAL 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/IRC110. SALES TAX NOT CE: ales tax rela' g to construction and construction materials in the City of Arlington must be reported on your sales tax return form /Tonrland coded Ci ignature Print Name Date Released By Da e CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/20/2017 Fire Review Fee $100.00 12/20/2017 Fire Sprinkler Fee $513.16 12/20/2017 Processingfrechnology Fee $25.00 Total Due: $638.16 Total Payment: $100.00 Balance Due: $538.16 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:19311 59th Avenue NE Permit#:1750 Parcel#:31051500401200 Valuation:22500.00 OWNER APPLICANT CONTRACTOR Name:City of Arlington Name:Burns Fire Protection Systems,Inc. Name:Burns Fire Protection Systems Address: 18204 59th Drive NE Address:P.O.Box 1110 Address:PO Box 1110 City,State Zip:Arlington,WA 98223 City,State Zip:Granite Falls,WA 98252 City,State Zip:Granite Falls,WA 98252 Phone: Phone:425-905-5780 Phone:360-691-2235 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: I CONST.TYPE: II-B DWELLING UNITS: 0 OCC GROUP: F-1 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27, THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/I-IER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRCI I0. SALES TAX NOTICEELSales tax vela' g to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded Ci y rli on 3 :� V ignatun: Print Name Date Released By Da e CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/20/2017 Fire Review Fee $100.00 12/20/2017 Fire Sprinkler Fee $513.16 12/20/2017 Processing/Technology Fee $25.00 Total Due: $638.16 Total Payment: $100.00 Balance Due: $538.16 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 11/27/2017 Permit Number 1750 Project Name Pearson Millworks Applicant Name Burns Fire Protection Systems,Inc. Applicant Address P.O.Box 1110 City, State,Zip Granite Falls,WA 98252 Contact Keith Kyle Phone 425-905-5780 Email keith@burnsfire.com Permit Type Fire Sprinkler Site Address 19311 59th Avenue NE Valuation 22500.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Product Storage Assigned To Launa Peterson Property Parcel Address Subdivision Lot Owner 31051500401200 19311 59th Avenue NE 175 1 City of Arlington Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Burns Fire Protection Systems Keith Kyle '360-691-2235 Keith@burnsfire.com '-ONTRACTOR ;_abor&Industries 113URNSFP841DU Review Date Type Description Target Date Completed Date Assigned To Status 11/27/2017 Fire Sprinkler 12/11/2017 ji<evin Olander In Review 11/27/2017 Fire Sprinkler 12/11/2017 'W-Wat-Rev In Review 11/27/2017 Fire Sprinkler 12/11/2017 IFire In Review Fees Fee Description Nates Amount Fire Review Fee 322.10.00.00 $100.00 Fire Sprinkler Fee 322.10.00.00 $513.16 Processing/TechnologyFee 341.43.00.02 $25.00 Total $638.16 Payments Date I Paid By iount IDescription Payrne Accepted B 11/27/2017 Ournsfire $100.00 heck e#9149 auna Peterson Total $100.001 AMOUnt Outstandin :$538.16 Uploaded Files Upload File Date File Uploaded l3 11/27/2017 9:14:28 AM 11150 A licatlon. df Peterson,Launa x 12/20/2017 BURNS FIRE PRTCTN SYSTEMS INC Search L&I Washington State Department of " Labor & Industries BURNS FIRE PRTCTN SYSTEMS INC Owner or tradesperson PO BOX 1110 GRANITE FALLS,WA 98252 Principals 425-388-0124 KYLE,KEITH A,DIRECTOR SNOHOMISH County SMITH,ALAN D,DIRECTOR Doing business as BURNS FIRE PRTCTN SYSTEMS INC WA UBI No. Business type 603 467 812 Corporation Governing persons ALAN DION SMITH KEITH A KYLE; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BURNSFP841DU Effective—expiration 03/3112016—03/31/2018 Bond American Contractors Indem CO $12,000.00 Bond account no. 100136035 Received by L&I Effective date 03/31/2016 03/23/2016 Expiration date Until Canceled Insurance First Mercury Ins Co $1,000,000.00 Policy no. SE-CGL-0000060644-02 Received by L&I Effective date 01/03/2017 01101/2017 Expiration date 01/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. https://secure.ini.wa.gov/verify/Detaii.aspx?UBI=603467812&LIC=BURNSFP841 DU&SAW= 1/2 12/20/2017 BURNS FIRE PRTCTN SYSTEMS INC Lawsuits against the bond or savings No lawsuits against the bond or savings a rots during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so.verify the business is up-to-date on workers'romp premiums. This company has multiple workers'comp accounts. Active accounts L&I Account ID Account is current. 953,986-01 Doing business as BURNS FIRE PROTECTION SYSTEMS Estimated workers reported Quarter 3 of Year 2017"11 to 20 Workers" L&I account contact T1/FEARAED FEROZE(360)902-4797-Email:FERH235@lni.wa.gov Track this contractor A Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. https://secure.ini.wa.gov/verify/Detail.aspx?UBI=603467812&LIC=BURNSFP841 DU&SAW= 2/2 FIRE SPRINKLER PERMIT APPLICATION t,fN 4' Department of Community& Economic Development City of Arlington• 18204 59th Ave NE• Arlington,WA 98223• Phone(360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF COMPLETE AND SCALED PLANS, TWO (2) SETS OF HYDRAULIC CALCULATIONS, TWO (2) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: ❑ New Fire Sprinkler ❑✓ Fire Sprinkler Add/Alt ❑ Underground Fire Line 19311 59th AVE NE Arlington, WA 98223 Project Address: Parcel ID#: Project Valuation: 22,500.00 Number of Heads: 56 Building Area(Sq Ft):5,000 Owner: Pearson Millworks Phone Number: 360-424-6848 Address: P.O. Box 3246 City:Arlington State: WA Zip Code: 98223 Contact Person:-Keith Kyle Phone Number: 425-388-0124 Cell Phone: 425-905-5780 Email: Keith@burnsfire.com Address: P.O. Box 1110 City:Granite Falls State: WA Zip Code:98252 Contractor: Burns Fire Protection Systems Phone Number: 425-388-0124 Address: P.O. Box 1110 City:Granite Falls State: WA Zip Code:98252 Contractor's License Number: BURNSFP841DU Expiration:December 31st 2017 Contact Person: Keith Kyle Email:Keith@burnsfire.com 1 hereby certify that the above information,is correct and that the construction on, and the occupancy and the use of the above- described property wit be in accordance i h the laws,rules and regulation of the State of Washington. 6y // 1 /-7 e t Iicaryts Sig lure Date i Print Applicants ame I FOR STAFF USE ONLY 6 :7 SD Al Permit# Accevtl�Vy Amount Received Receipt# Date Received WEB Forms—131 / Page 1 of 1 6/16LP 0 c �? a p�0 n � m rn f y _0N a Ln o 4.1 " OFF ICE COPY r m *k " CITY OF ARLINGTON BUILDING DEPARTMENT m APPROVED 3 DATE /2 m o 3 w NO CHANGES AUTHORIZED UNLESS APPROVED BY THE o Q _' BUILDING INSPECTOR L N a o � N L N a 00 � rn Q .0 F"i & n 7 cn Q p C Yl N prrrsarrrrrrrarsaa� a Q o c a o 1 0 c 1 o � 0 m 3 W a c v Z a u v,� ! L1ul m1 Q) 0 vi O a 1 p:+A GI 1 d T O N O °/� IW1'L' > > 1 E a Qa Ul I I.w w J O r ;L ; N J IhS �" V '� � �� 1 m o Y } C 1 N (� m 1Z � d' � V V1IUL 1 rn OO J 3 cl)m f)- 0vi > � LLz d V IZw2GQ °0 � 7` i o 0 0 m 4W N 1 m m u rn aQ did ,m u- � C irr.■rrsrraururrJ m a u v O " c x 0 0 4! O N 3 ci O 0 NOV 22 2U17 a y z ' �� �l� Z 01 ,y Z AD � c a 0 0 ❑ HYDRAULIC CALCULATIONS for Job Information Project Name:Pearson Millworks Addition Contract No. : City: Arlington, WA 98223 Project Location: 19311 59th Ave.N.E.Building 115 Date:11/17/2017 Contractor Information=---- Name of Contractor: rR P,11on c Systerh ,Inc` Address: P.O.B. 1110 0OgA City: Granite Falls, WA Phone Number: 425- -0124 "' E-mail: Name of Designer: D. Mew— � 4I Authority Having Juri tion: City of Arlington Design Remote Area Name 1 Remote Area Location n.e.corner of additon Occupancy Classification OH 2 Density(gpm/ft2) 0.205 Area of Application(ft2) 1950 Coverage per Sprinkler(ft2) 103.25 Number of Calculated Sprinklers 21 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 839.5 Required Pressure at Source(psi) 66.7 Type of System Wet Volume-Entire System (gal) 562.7 gal Water Supply Information Date Location SITE Source W 1 Notes Design area increased 30%for sloped roof File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Cl) IL 01 (d a �00 a r' 01 N Y O 3 C O CN N r m � Y10 cn c � vs I� U F' G a " 02 N g E d N N Q ca N off' r m vm E N O .. g 0 U v c 0 a Q N 2O2 L C � O N a d � o Job:Pearson Millworks Addition Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W 1 Flow m Pressure(psi) 0 85.4 2856 74.6 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) (gpm)Pressure ( Pressure (gpm) (psi) (psi) (psi) W1 85.4 74.6 2856 84.8 839.5 66.7 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 589.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 589.5 Other Required Margin of Safety(%) 10 W 1 -Pressure(psi) 66.7 W 1 -Flow(gpm) 589.5 Demand w/o System Pump(s) N/A File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright@ 2002-2012 Tyco Fire Protection Products Page 4 LO m a T — C) cm co � 3 vi Y ' 3 � O g ' CV m T -g L ?:s O Y O a Zj a N cn Q O a �N O .. '' • O 3 o LL cm8 co a ~N � N L Q >, ooLM = E 'n 0CL l r- Q � 1 E V U E g a C Q- ! O u3 cn : o Mcm o 1 0 o 0 0 0 0 0 0 o O 00 CO L() It c3 T c 0 w 0 3 c o O N_ f� N a o m � o Job:Pearson Millworks Addition Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 85.4 S2 Supply point#2-Residual 2856 74.6 D1 Elevation Pressure 0 12 D2 System Demand 589.5 66.7 D3 System Demand+Add.Out.Hose 839.5 66.7 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 84.6 686.8 17.5 839.5 Supply;Safety Pressure 76.2 642.8 9.1 839.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ftz) (gpm) (psi) 101 Overhead 103.25 8 0.2 20.7 7 0.233 24 9 Sprinkler 102 Overhead 103.25 8 0.2 20.7 7 0.217 22.4 7.8 Sprinkler 103 Overhead 103.25 8 0.2 20.7 7 0.205 21.2 7 Sprinkler 104 Overhead 103.25 8 0.2 20.7 7 0.252 26 10.6 Sprinkler 105 Overhead 103.25 8 0.2 20.7 7 0.289 29.8 13.9 Sprinkler 106 Overhead 103.25 8 0.2 20.7 7 0.333 34.4 18.5 Sprinkler 107 Overhead 103.25 8 0.2 20.7 7 0.233 24 9 Sprinkler 108 Overhead 103.25 8 0.2 20.7 7 0.217 22.4 7.8 Sprinkler 109 Overhead 103.25 8 0.2 20.7 7 0.205 21.2 7 Sprinkler 110 Overhead 103.25 8 0.2 20.7 7 0.252 26 10.6 Sprinkler 111 Overhead 103.25 8 0.2 20.7 7 0.289 29.8 13.9 Sprinkler 112 Overhead 103.25 8 0.2 20.7 7 0.333 34.4 18.5 Sprinkler File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 6 113 Overhead 103.25 8 0.2 20.7 7 0.236 24.3 9.3 Sprinkler 114 Overhead 103.25 8 0.2 20.7 7 0.22 22.7 8.1 Sprinkler 115 Overhead 103.25 8 0.2 20.7 7 0.209 21.6 7.3 Sprinkler 116 Overhead 103.25 8 0.2 20.7 7 0.256 26.5 10.9 Sprinkler 117 Overhead 103.25 8 0.2 20.7 7 0.293 30.3 14.3 Sprinkler 118 Overhead 103.25 8 0.2 20.7 7 0.338 34.9 19 Sprinkler 119 Overhead 103.25 8 0.2 20.7 7 0.35 36.2 20.5 Sprinkler 120 Overhead 103.25 8 0.2 20.7 7 0.365 37.6 22.1 Sprinkler 121 Overhead 103.25 8 0.2 20.7 7 0.385 39.8 24.7 Sprinkler File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:Pearson Millworks Addition Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psis/2 ft ft nci ff2 fh r� 103 HEAD 8 24.64 -671.79 Overhead Sprinkler 0 103.25 411.47 109 HEAD 8 24.64 -682.29 Overhead Sprinkler 10 103.25 411.47 115 HEAD 8 24.14 -692.79 Overhead Sprinkler 0 103.25 411.47 102 HEAD 8 21.53 -671.79 Overhead Sprinkler 0 103.25 420.81 108 HEAD 8 21.53 -682.29 Overhead Sprinkler 0 103.25 420.81 114 HEAD 8 21.03 -692.79 Overhead Sprinkler 0 103.25 420.81 101 HEAD 8 18.42 -671.79 Overhead Sprinkler 0 103.25 430.14 107 HEAD 8 18.42 -682.29 Overhead Sprinkler 0 103.25 430.14 113 HEAD 8 17.92 -692.79 Overhead Sprinkler 10 103.25 430.14 104 HEAD 8 24.64 -671.79 Overhead Sprinkler 0 103.25 402.56 110 HEAD 8 24.64 -682.29 Overhead Sprinkler 0 103.25 402.56 116 HEAD 8 24.14 -692.79 Overhead Sprinkler 10 103.25 402.56 105 HEAD 8 21.53 -671.79 Overhead Sprinkler 0 103.25 393.22 111 HEAD 8 21.53 -682.29 Overhead Sprinkler 0 103.25 393.22 117 HEAD 8 21.03 -692.79 Overhead Sprinkler 0 103.25 393.22 106 HEAD 8 18.42 -671.79 Overhead Sprinkler 0 103.25 383.89 112 HEAD 8 18.42 -682.29 Overhead Sprinkler 0 103.25 383.89 118 HEAD 8 17.92 -692.79 Overhead Sprinkler 0 103.25 383.89 119 HEAD 8 24.14 -703.29 Overhead Sprinkler 0 103.25 402.56 120 HEAD 8 21.03 -703.29 Overhead Sprinkler 0 103.25 393.22 121 HEAD 8 17.92 -703.29 Overhead Sprinkler 0 103.25 383.89 093 NODE 15.52 -671.79 Node bigt 0 382.71 092 NODE 15.52 -682.29 Node bigt 0 382.71 091 NODE 15.52 -692.79 Node bigt 0 382.71 002 NODE 15.52 -703.29 Node bigt 0 382.71 File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job: Pearson Millworks Addition Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psis/2 ft ft psi ft2 ft 016 NODE 14.5 -734.36 Node coupling 0 347.64 019 NODE 14.5 -848.42 Node coupling 0 347.64 017-0 NODE 5.36 -898.92 Node coupling 0 347.64 017-I NODE -898.92 Node coupling 0 4'2 347.64 018-0 NODE 3.21 -898.92 Node coupling 0 347.64 O18-I NODE 1.21 -898.92 Node coupling 0 347.64 020-0 NODE -3 -937.12 Node coupling 0 347.64 020-I NODE -3 -938.08 Node coupling 0 347.64 021-0 NODE -3 -967.43 Node coupling 0 347.64 021-I NODE -3 -968.38 Node coupling 0 347.64 W1 SUPPLY -3 -970.09 Supply 0 347.64 File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job:Pearson Millworks Addition Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/a) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 103 24.64 8 21.2 1.5 4x(bigstd90)=22.58 10.29 120 7 104 24.64 8 67.5 1.728 22.58 0.1086 0 32.87 1 3.6 104 24.64 8 26 1.5 9.84 120 10.6 105 21.53 8 93.5 1.728 0 0.1986 1.3 9.84 2 105 21.53 8 29.8 1.5 9.84 120 13.9 106 18.42 8 123.3 1.728 0 0.3315 1.3 9.84 3.3 106 18.42 8 34.4 1.5 1x(bigt-Br)=11.29 4.41 120 18.5 093 15.52 157.7 1.728 1x(bigstd90)=5.64 16.93 0.5227 1.3 21.34 11.2 093 15.52 0 4 10.5 120 30.9 092 15.52 157.7 4.31 0 0.0061 0 10.5 0.1 092 15.52 157.9 4 10.5 120 3' 091 15.52 315.7 4.31 0 0.022 0 10.5 0.2 091 15.52 160.2 4 10.5 120 31.2 002 15.52 475.9 4.31 0 0.0471 0 10.5 0.5 002 15.52 113.6 4 6x(bigstd90)=56.03 69.09 120 31.7 016 14.5 589.5 4.31 lx(bigt-Br)=23.41 79.44 0.0701 0.4 148.53 10.4 016 14.5 0 4 114.06 120 42.5 019 14.5 589.5 4.26 0 0.0742 0 114.06 1 8.5 019 14.5 0 8 1x(bigstd90)=16.37 59.05 120 51 017-0 5.36 589.5 8.329 16.37 0.0028 4 75.43 0.2 017-0 5.36 0 8 1.17 0 55.2 AV-1 Check 017-I 4.2 589.5 0 0 0.1397 0.5 *** 1.17 1 0.2 017-I 4.2 0 8 0.57 120 55.8 018-0 3.21 589.5 8.329 0 0.0028 0.4 0.57 0 018-0 3.21 0 8 2 0 56.3 2000SS 018-I 1.21 589.5 0 0 3.6647 0.9 *** 2 1 7.3 018-I 1.21 0 81x(bigstd90)=16.37 43.41 120 64.5 020-0 -3 589.5 8.329 16.37 0.0028 1.8 59.78 0.2 020-0 -3 0 8 0.96 0 66.5 Gate A2360 020-I -3 589.5 0 0 0.103 0 *** 0.96 1 0.1 020-I -3 0 8 29.35 120 66.6 021-0 -3 589.5 8.329 0 0.0028 0 29.35 0.1 File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job:Pearson Millworks Addition Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 021-0 -3 0 8 0.96 0 66.6 Gate A2360 021-I -3 589.5 0 0 0.103 0 *** 0.96 0.1 021-I -3 0 8 1.7 120 66.7 W1 -3 589.5 8.329 0 0.0028 0 1.71 1 0 W 1 66.7 Path No: 2 109 24.64 8 21.2 1.5 4x(bigstd90)=22.58 10.29 120 7 110 24.64 8 67.6 1.728 22.58 0.1089 0 32.87 3.6 110 24.64 8 26 1.5 9.84 120 10.6 111 21.53 8 93.7 1.728 0 0.1991 1.3 9.84 1 2 111 21.53 8 29.8 1.5 9.84 120 13.9 112 18.42 8 123.5 1.728 0 0.3322 1.3 9.84 3.3 112 18.42 8 34.4 1.5 lx(bigt-Br)=11.29 4.41 120 18.5 092 15.52 157.9 1.728 lx(bigstd90)=5.64 16.93 0.5238 1.3 21.34 11.2 092 31 Path No: 3 115 24.14 8 21.6 1.5 4x(bigstd90)=22.58 10.29 120 7.3 116 24.14 8 68.6 1.728 22.58 0.1119 0 32.87 3.7 116 24.14 8 26.5 1.5 9.84 120 10.9 117 21.03 8 95.1 1.728 0 0.2047 1.3 9.84 1 2 117 21.03 8 30.3 1.5 9.84 120 14.3 118 17.92 8 125.3 1.728 0 0.3414 1.3 9.84 3.4 118 17.92 8 34.9 1.5 lx(bigt-Br)=11.29 3.78 120 19 091 15.52 160.2 1.728 lx(bigstd90)=5.64 16.93 0.5379 1 20.71 11.1 091 31.2 Path No: 4 102 21.53 8 22.4 1.5 9.84 120 7.8 103 24.64 8 46.4 1.728 0 0.0541 -1.3 9.84 0.5 103 7 File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11 Job:Pearson Millworks Addition Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 108 21.53 8 22.4 1.5 9.84 120 7.8 109 24.64 8 46.4 1.728 0 0.0543 -1.3 9.84 1 0.5 109 7 Path No: 6 114 21.03 8 22.7 1.5 9.84 120 8.1 115 24.14 8 47.1 1.728 0 0.0556 -1.3 9.84 0.5 115 7.3 Path No: 7 101 18.42 8 241 1.5 9.84 120 9 102 21.53 8 24 1.728 0 0.016 -1.3 9.84 0.2 102 7.8 Path No: 8 107 18.42 8 24 1.5 9.84 120 9 108 21.53 8 24 1.728 0 0.016 -1.3 9.84 0.2 108 7.8 Path No: 9 113 17.92 8 24.3 1.5 9.84 120 9.3 114 21.03 8 24.3 1.728 0 0.0164 -1.3 9.84 0.2 114 8.1 Path No: 10 119 24.14 8 36.2 1.5 9.84 120 20.5 120 21.03 8 36.2 1.728 0 0.0342 1.3 9.84 0.3 120 21.03 8 37.6 1.5 9.84 120 22.1 121 17.92 8 73.8 1.728 0 0.1281 1.3 9.841 1 1.3 121 17.92 8 39.8 1.5 lx(bigt-Br)=11.29 3.78 120 24.7 002 15.52 113.6 1.728 1x(bigstd90)=5.64 16.93 0.2847 1 20.71 5.9 002 31.7 File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 1 1/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 12 Job:Pearson Millworks Addition Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. Maximum Velocity of 21.92 ft/s occurs in the following pipe(s): (091-118) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright 02002-2012 Tyco Fire Protection Products Page 13 Job:Pearson Millworks Addition Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.:W1; Supply Name:W1 95- 90 85 8U 75 70: _ 65 60- IRD 55 W 50- d 45 40 35 30- 25- 20 15- t0 5, 4 U= _ o 0 0 o c g g Flow,gpm 7.3 psi @ 589.5 gpm P .-on Design Area: 1; BFP Ref.: 170 (2000SS, Size = 8); Inlet Node: 018-I; Outlet Node: 018-0 5.93 .y a 0 N N! 9) a 0 0 0 0 0 N N N N Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 14 Job:Pearson Millworks Addition Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 171 (AV-1 Check, Size = 8); Inlet Node: 017-I; Outlet Node: 017-0 2pgs .y a i sss d � (/1 N d t1 1.085 00, 0.585 0.2 psi @ 589.5 gpm 0.08s 0 0 0 0 0 0 Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 172 (Gate A2360, Size = 8); Inlet Node: 021-I; Outlet Node: 021-0 p, 0.831 m N d IL` 0.331 0.1 psi @ 589.5 gpm 0 0 0 0 0 N V V Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 Job:Pearson Millworks Addition Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 173 (Gate A2360, Size = 8); Inlet Node: 020-I; Outlet Node: 020-0 a 0 831 / N N m L a 0 331 0.1 psi @ 589.5 gpm Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 16 O F a� d f0 V1 f N A E o O y a Ln y V 4j N m V " CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED 3 �' N DATE Z /l f�BY Y m O 3 z NO CHANGES AUTHORIZED ai UNLESS APPROVED BY THE C > c_ mBUILDING INSPECTOR N L Cl) N a °° N 5; N V d N N a ca rn _ rn ¢ E 4% O _ N ry „ sir• rrrrl�ir'r�r' ■r�J Y 6 N O a O C OV m 3 0 J U Q, o 0 Cl) Ju Z U ? ` v n1 1 co Q) 0 N o 1 Q yCZf L. 1 a a N^ I" C 1�1 �J 1 [?� cm ay N WYF' V jr 9 l o y M �0 00CM � J 3 E 0- 00 Lul i t Q Ln Go y b ILZ IzD� mCL � / o ci c 4xd � 0 m 1 0 O++ 0 1 � k. Y: N Q a 1 Ua a t in chi 1 N 1 C Isr■■rrrsrrrr�rrrrrA a V V O N C = O Gl 0.3 ? O F C 3 E Received Ca NOV 2 2 2017 am 1i! J\,h\JT�J Q N O Z Z C O��0 m 'N Z •N r 4. 0 LJ ry d HYDRAULIC CALCULATIONS for Job Information Project Name:Pearson Millworks Addition Contract No. : City: Arlington, WA 98223 Project Location: 19311 59th Ave.N.E.Building 115 Date: 11/17/2017 Contractor Information Name of Contractor: Burns Fire Protection Systems, Inc Address: P.O.B. 1110 City: Granite Falls, WA Phone Number: 425-388-0124 E-mail; Name of Designer: D.Yates Authority Having Jurisdiction: City of Arlington Design Remote Area Name 2 Remote Area Location proof area for 1118 sq.ft.spacing Occupancy Classification OH 2 Density(gpm/ft2) 0.2 Area of Application(ftz) 1950 Coverage per Sprinkler(ftz) 118 Number of Calculated Sprinklers 20 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 859.8 Required Pressure at Source(psi) 71.6 Type of System Wet Volume-Entire System (gal) 545.6 gal Water Supply Information Date Location SITE Source W 1 Notes DESIGN AREA INCREASED 30%FOR SLOPED ROOF File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 1 1/17/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Cl) N 9 a 00 _N fA J J ' Z d N Y i OC N N Q. N E o • Q c E � ; a c 0 g Im ' o CL N N O T E N _ •}iy N E � " E _ _ N a � rr a�i cg E 0 0 g N U ui lL a N N d ld Job:Pearson Millworks Addition Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraullc Model Hazen-Wllllams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 85.4 2856 74.6 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 85.4 74.6 2856 84.8 859.8 71.6 Hoses inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 609.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 609.8 Other Required Margin of Safety(%) 10 W1 Pressure(psi) 71.6 W1 -Flow(gpm) 609.8 Demand w/o System Pump(s) N/A File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright@ 2002-2012 Tyco Fire Protection Products Page 4 a) ro a C6 LO cm cu ([� U N o a t { I N a Y O •N C/) Q V � O � � a a 1 N III { ro T Q 0 a ~ S t V � N 1 = N •_ O E N O N I ( O _ t 3 ( I f dE 0 oP ( ch - - - T °C/)ME O O O O O O O O O 00 co to d CM r G c 0 v a Q Y O 3 s= o O N N ro d a r 0 Job:Pearson Millworks Addition Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (grnm) Drcccwira (pci) S1 Supply point#1 -Static 0 85.4 S2 Supply point#2-Residual 2856 74.6 D1 Elevation Pressure 0 12 D2 ISystern Demand 609.8 71.6 D3 ISystern Demand+Add.Out.Hose 859.8 71.6 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @Flow (gpm) Supply 84.6 678.5 12.6 859.8 Supply;Safety Pressure 76.3 635 4.2 859.8 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ftz) (gpm) (psi) 113 Overhead 103.25 8 0.2 20.7 7 0.253 26.1 10.7 Sprinkler 114 Overhead 103.25 8 0.2 20.7 7 0.239 24.7 9.5 Sprinkler 115 Overhead 103.25 8 0.2 20.7 7 0.23 23.7 8.8 Sprinkler 116 Overhead 103.25 8 0.2 20.7 7 0.28 28.9 13.1 Sprinkler 117 Overhead 103.25 8 0.2 20.7 7 0.317 32.8 16.8 Sprinkler 118 Overhead 103.25 8 0.2 20.7 7 0.364 37.6 22 Sprinkler 119 Overhead 103.25 8 0.2 20.7 7 0.28 29 13.1 Sprinkler 120 Overhead 103.25 8 0.2 20.7 7 0.318 32.8 16.8 Sprinkler 121 Overhead 103.25 8 0.2 20.7 7 0.364 37.6 22.1 Sprinkler 201 Overhead 103.25 8 0.2 20.7 7 0.253 26.2 10.7 Sprinkler 202 Overhead 103.25 8 0.2 20.7 7 0.239 24.7 9.5 Sprinkler 203 Overhead 103.25 8 0.2 20.7 7 0.23 23.7 8.8 Sprinkler I I F File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 1 1/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 204 Overhead 118 8 0.2 23.6 8.7 0.221 26 10.6 Sprinkler 205 Overhead 118 8 0.2 23.6 8.7 0.208 24.6 9.4 Sprinkler 206 Overhead 118 8 0.2 23.6 8.7 0.2 23.6 8.7 Sprinkler 207 Overhead 118 8 0.2 23.6 8.7 0.244 28.8 13 Sprinkler 208 Overhead 118 8 0.2 23.6 8.7 0.277 32.6 16.6 Sprinkler 209 Overhead 118 8 0.2 23.6 8.7 0.317 37.4 21.9 Sprinkler 210 Overhead 118 8 0.2 23.6 8.7 0.372 43.9 30.1 Sprinkler 211 Overhead 118 8 0.2 23.6 8.7 0.383 45.2 31.9 Sprinkler I I I I j File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Pearson Millworks Addition Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi'/2 ft ft psi ft-2 ft 206 HEAD 8 24.64 -713.54 Overhead Sprinkler 0 118 411.47 205 HEAD 8 21.53 -713.54 Overhead Sprinkler 0 118 420.81 204 HEAD 8 18.42 -713.54 Overhead Sprinkler 0 118 430.14 115 HEAD 8 24.14 -692.79 Overhead Sprinkler 0 103.25 411.47 203 HEAD 8 24.14 -703.29 Overhead Sprinkler 0 103.25 411.47 114 HEAD 8 21.03 -692.79 Overhead Sprinkler 0 103.25 420.81 202 HEAD 8 21.03 -703.29 Overhead Sprinkler 0 103.25 420.81 207 HEAD 8 24.64 -713.54 Overhead Sprinkler 0 118 402.56 113 HEAD 8 17.92 -692.79 Overhead Sprinkler 0 103.25 430.14 201 HEAD 8 17.92 -703.29 Overhead Sprinkler 0 103.25 430.14 208 HEAD 8 21.53 -713.54 Overhead Sprinkler 0 118 393.22 116 HEAD 8 24.14 -692.79 Overhead Sprinkler 0 103.25 402.56 119 HEAD 8 24.14 -703.29 Overhead Sprinkler 0 103.25 4U2.56 209 HEAD 8 18.42 -713.54 Overhead Sprinkler 0 118 383.89 117 HEAD 8 21.03 -692.79 Overhead Sprinkler 0 103.25 393.22 120 HEAD 8 21.03 -703.29 Overhead Sprinkler 0 103.25 393.22 118 HEAD 8 17.92 -692.79 Overhead Sprinkler 0 103.25 383.89 121 HEAD 8 17.92 -703.29 Overhead Sprinkler 0 103.25 383.89 210 HEAD 8 21.53 -725.54 Overhead Sprinkler 0 118 393.22 211 HEAD 8 18.42 -725.54 Overhead Sprinkler 0 118 383.89 091 NODE 15.52 -692.79 Node bigt 0 382.71 002 NODE 15.52 -703.29 Node bigt 0 382.71 066 NODE 15.52 -713.54 Node bigt 0 382.71 003 NODE 15.52 -725.54 Node bigt 0 382.71 016 NODE 14.5 -734.36 Node coupling 0 347.64 File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright©2002-2012Tyco Fire Protection Products Page 8 Job'Pearson Millworks Addition Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Hgroup K-Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi'h ft ft psi ft2 ft 019 NODE 14.5 -848.42 Node coupling 0 347.64 017-0 NODE 5.36 -898.92 Node coupling 0 347.64 017-I NODE -898.92 Node coupling 0 4'2 347.64 018-0 NODE 3.21 -898.92 Node coupling 0 347.64 018-I NODE 1.21 -898.92 Node coupling 0 347.64 020-0 NODE _3 -937.12 Node coupling 0 347.64 020-I NODE _3 -938.08 Node coupling 0 347.64 021-0 NODE -3 -967.43 Node coupling 0 347.64 021-I NODE 3 -968.38 Node coupling 0 347.64 W1 SUPPLY -3 -970.09 Supply 0 1347.64 File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Pearson Millworks Addition Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi"i) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 206 24.64 8 23.6 1.5 4x(bigstd90)=22.58 10.29 120 8.7 207 24.64 8 74.2 1.728 22.58 0.1293 0 32.87 4.2 207 24.64 8 28.8 1.5 9.84 120 13 208 21.53 8 103 1.728 0 0.2373 1.3 9.84 1 2.3 208 21.53 8 32.6 1.5 9.84 120 16.6 209 18.42 8 135.6 1.728 0 0.3951 1.3 9.84 3.9 209 18.42 8 37.4 1.5 lx(bigt-Br)=11.29 4.41 120 21.9 066 15.52 173 1.728 1x(bigstd90)=5.64 16.93 0.6204 1.3 21.34 1 13.2 066 15.52 347.7 4 12 120 36.4 003 15.52 520.7 4.31 0 0.0557 0 12 0.7 003 15.52 89.1 4 6x(bigstd90)=56.03 46.84 120 37 016 14.5 609.8 4.31 lx(bigt-Br)=23.41 79.44 0.0746 0.4 126.28 9.4 016 14.5 0 4 114.06 120 46.9 019 14.5 609.8 4.26 0 0.079 0 114.06 9 019 14.5 0 8 1x(bigstd90)=16.37 59.05 120 55.9 017-0 5.36 609.8 8.329 16.37 0.003 4 75.43 0.2 017-0 5.36 0 8 1.17 0 60.1 AV-1 Check 017-I 4.2 609.8 0 0 0.1449 0.5 *** 1.17 0.2 017-I 4.2 0 8 0.57 120 60.8 018-0 3.21 609.8 8.329 0 0.003 0.4 0.57 0 018-0 3.21 0 8 2 0 61.2 2000SS 018-1 1.21 609.8 0 0 3.6301 0.9 *** 2 7.3 018-I 1.21 0 8 1x(bigstd90)=16.37 43.41 120 69.3 020-0 -3 609.8 8.329 16.37 0.003 1.8 59.78 0.2 020-0 -3 0 8 0.96 0 71.3 Gate A2360 020-I -3 609.8 0 0 0.1028 0 *** 0.96 0.1 020-I -3 0 8 29.35 120 71.4 021-0 -3 609.8 8.329 0 0.003 0 29.35 0.1 021-0 -3 0 8 0.96 0 71.5 Gate A2360 021-I -3 609.8 0 0 0.1028 0 *** 0.961 1 0.1 021-I -3 0 8 1.7 120 71.6 W 1 -3 609.8 8.329 0 0.003 0 1.7 0 VV1 71.6 File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 1 1/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job:Pearson Millworks Addition Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 205 21.53 8 24.6 1.5 9.84 120 9.4 206 24.64 8 50.6 1.728 0 0.0636 -1.3 9.84 0.6 206 8.7 Path No: 3 115 24.14 8 23.7 1.5 4x(bigstd90)=22.58 10.29 120 8.8 116 24.14 8 74.5 1.728 22.58 0.1303 0 32.87 4.3 116 24.14 8 28.9 1.5 9.84 120 13.1 117 21.03 8 103.4 1.728 0 0.2392 1.3 9.84 1 2.4 117 21.03 8 32.8 1.5 9.84 120 16.8 118 17.92 8 136.2 1.728 0 0.3982 1.3 9.84 3.9 118 17.92 8 37.6 1.5 lx(bigt-Br)=11.29 3.78 120 22 091 15.52 173.7 1.728 1x(bigstd90)=5.64 16.93 0.6251 1 20.71 1 12.9 091 15.52 0 4 10.5 120 36 002 15.52 173.7 4.31 0 0.0073 0 10.5 0.1 002 15.52 173.9 4 10.25 120 36.1 066 15.52 347.7 4.31 0 0.0264 0 10.25 0.3 066 36.4 Path No: 4 203 24.14 8 23.7 1.5 4x(bigstd90)=22.58 10.29 120 8.8 119 24.14 8 74.6 1.728 22.58 0.1306 0 32.87 4.3 119 24.14 8 29 1.5 9.84 120 13.1 120 21.03 8 103.6 1.728 0 0.2397 1.3 9.84 2.4 120 21.03 8 32.8 1.5 9.84 120 16.8 121 17.92 8 136.3 1.728 0 0.3991 1.3 9.84 3.9 121 17.92 8 37.6 1.5lx(bigt-Br)=11.29 3.78 120 22.1 002 15.52 173.9 1.728 1x(bigstd90)=5.64 16.93 0.6265 1 20.711 13 002 36.1 Path No: 5 204 18.42 8 26 1.5 9.84 120 10.6 205 21.53 8 26 1.728 0 0.0186 -1.3 9.84 0.2 205 9.4 File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 1 1/17/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job :Pearson Millworks Addition Hydraulic Calculations PIPE INFORMATION Path No: 6 114 21.03 8 24.7 1.5 9.84 120 9.5 115 24.14 R SQ,R 1.728 0 0,0641 -1.3 9.84 0.6 115 8.8 Path No: 7 202 21.03 8 24.7 1.5 9.84 120 9.5 203 24.14 8 50.8 1.728 0 0.0642 -1.3 9.84 0.6 203 8.8 Path No: 8 113 17.92 8 26.1 1.5 9.84 120 10.7 114 21.03 8 26.1 1.728 0 0.0187 -1.3 9.84 0.2 114 9.5 Path No: 9 201 17.92 8 26.2 1.5 9.84 120 10.7 202 21.03 8 26.2 1.728 0 0.0188 -1.3 9.84 0.2 202 9.5 Path No: 10 210 21.53 8 43.9 1.5 9.84 120 30.1 211 18.42 8 43.9 1.728 0 0.0489 1.3 9.84 0.5 211 18.42 8 45.2 1.5 lx(bigt-Br)=11.29 4.41 120 31.9 003 15.52 89.1 1.7281x(bigstd90)=5.64 16.93 0.1814 1.3 21.341 1 3.9 003 37 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 23.8 ft/s occurs in the following pipe(s): (002-121) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing.The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright©2002-2012Tyco Fire Protection Products Page 12 1 Job:Pearson Millworks Addition Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 95_ a i 90 85- i -.i- • I � 80 - - - 75. 70= y� 65; - a 60. 55 I I I 45 1 40 35 30 _ - - 25 1 I 20 - 15 — _r. - 5 - - _-. .. _ 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 n Flow,gpm P 7.3psi0609.8gpm n Design Area: 2; BFP Ref.: 170 (2000SS, Size = 8); Inlet Node: 018-I; Outlet Node: 018-0 i 4.93 .N a d 3.93 7 rn N W I- a z 93� 193 ---. 0 93- - - — — - i 0 0 0 0 0 vi vi vi o N �1 N vt N N Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job: Pearson Millworks Addition Device Graphs- Pressure Loss Function Design Area: 2; Valve Ref.: 171 (AV-1 Check, Size - 8); Inlet Node: 017-I; Outlet Node: 017-0 1 1 I I � / 2.08s �. i I I .y a lsas - m i a` 1.085 i I i � I I 0.585 i 0.2psi@609.8gpm I 0.085 -- — o o 0 0 N CD m a Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 172 (Gate A2360, Size = 8); Inlet Node: 021-I; Outlet Node: 021.0 I y Q 0,831- - d i 7 N a I 0.331- 0.1 psi @ 609.8 gpm I i 0 0 0 0 0 0 n vi o 0 0 O Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:Pearson Millworks Addition Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 173 (Gate A2360, Size = 8); Inlet Node: 020-I; Outlet Node: 020-0 i l I i I I I 1 I N I I i � 0.831- N I I 7 V) � I I N a ! ! I 0.331 0.1 psi@609.8gpm i 0 0 0 0 0 0 Cq o 0 0 N O Flow,gpm File:C:\Users\yates\Documents\dwg2\burns\Pearson Millworks\submittal\Pearson Millworks.dwg Date 11/17/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 o �- L'3 w p V } o Rece ved � UJ } Oo W NOV 2 2 2017 O O O O O CD 0 Q z o 0 O ^/ f L v v p a. = 0 m `V Z CO Ci Cl 't 0 0 o 0 0 0 0 0 11 r io o Cl) io o cri FF-- lfj N N po00 Q1 ^ O V V CR coO CO coo C6 LL CO Lo Cl) Wro 0 C7 00 m O LL LL W Q z z tea, z ate, o ocn o 0 0 prraua�w�a�u�utA�r� Z LILL w 0 0 ? 0 o �r O ^ 1 1 O Z F- LL LL LL L ti i fn ¢ ¢ co Q ca ! 7{ 0` 1 F Q• O O N O ui w N LL Ln ! Lr Y n { O O N # cr d � w N N N 1 U ih L» f # w Q C, 7 c o om0 0 oN 1 z � �.. J p L.L _O w O a`� N Cl) LL N 1 > m E9 N N � — 00o E cti c c l� RI "JPAJ {. Z m Z C N Ln 1A V N O O ! 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OQ o� � Q so � zLLJ �- am ? 0 Q m m � ry p a= m V34, K8.0 C> ULC LPCB LVA VNIIPO SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Standard Spray/Pendent, Upright and Recessed Pendent MODELS V3401, V3402,V3405 AND V3406 STANDARD AND QUICK RESPONSE These Model V34 standard spray sprinklers are designed to produce large discharge capacity in a hemispherical pattern standard in commercial applications.The design incorporates a state-of-the-art, heat responsive,frangible glass bulb design(standard or quick response)for - prompt, precise operation. RECESSED PENDENT PENDENT The die cast frame is more streamlined and attractive than traditional sand cast frames. It (V3405 AND V3406) (V3405 AND V3406) is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort.This sprinkler is available in various temperature ratings(see chart on page 2) and finishes to meet many design requirements. OFFICJ COPYThe recessed pendent should be utilized with a Model V34 recessed escutcheon which provides up to 3/4719mm of adjustments. Sprinkler Operation The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. CITY y `ftl3i0'P#NBIV340�}LNGTON During a fire,the ambient temperature rises causing the liquid in the bulb to expand.When 1 the ambient temperature reaches the rated temperature of the sprinkler,the bulb shatters. BUILDING DEPARTMENT As a result,the waterway is cleared of all sealing parts and water is discharged towards the APPROVED deflector.The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. Coverage DATE BY For coverage area and sprinkler placement, refer to NFPA 13 standards. NO CHANGES AUTHORIZED Agency Note: UNLESS APPROVED BY THE Upright models V3401 and V3402 not VNIIPO approved BUILDING INSPECTOR TECHNICAL SPECIFICATIONS Models:V3401,V3402,V3405,V3406 Accessories Style: Pendent, Upright or Recessed Pendent Installation Wrench: Nominal Orifice Size:'7h2714mm 0 Open End:V34 0 K-Factor:8.0Imp./11.5S.1.^ • Recessed:V34 Nominal Thread Size:3/4"NPT/20mm Sprinkler Finishes: Max.Working Pressure: 175psi/1200kPa • Plain brass Factory Hydrostatic Test: • Chrome plated 100%@ 500 psi/3450 kPa 0 White painted** Min.Operating Pressure:7psi/48kPa a Flat black painted** Temperature Ratings:See chart on page 2 a Custom painted** • Lead Material Specifications • Proprietary Nickel Teflon*coating"* Upright Deflector: Bronze per UNS C22000 155, 200, 286SR Only: Pendent Deflector: Bronze per UNS C51000 0 Wax Bulb:Glass with glycerin solution. • Wax over lead Bulb Nominal Diameter: For cabinets and other accessories refer to • Standard: 5.Omm separate sheet. • Quick Response:3.Omm NOTE: Weather resistant recessed escutcheons �4 Load Screw: Bronze per UNS C65100 available upon request. Pip Cap: Bronze per UNS C65100 Seal:Teflon*tape ^ For K Factor when pressure is measured in Spring: Beryllium nickel Bar, multiply S.I. units by 10.0. Frame: Die cast brass 65-30 * Teflon is a registele� ( �Ipont Co. Lodgement Spring: "Also, UL Listed for }}�A��Y�� I e. L\ Stainless steel per UNS S30200 NOV 2 2 Exaggerated for clarity I JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com X/Ctau C` VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2008 VICTAULIC COMPANY.ALL RIGHTS RESERVED. i�I,v r" FIRE PROTECTION PRODUCTS - AUTONWIC SPRINKI.FF'' 4U. V3 V341 K8.0 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V3401, V3402,V3405 AND V3406 STANDARD AND QUICK RESPONSE unnceSizeiincnesi 17/32" i7/32"' 17/3T i7/32"' iii32 ius2 17i3Z Orifice Size(mm) 14 14 14 14 14 14 14 Nominal K Factor Imperial 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Nominal K Factor S.L^ 11.5 11.5 11.5 11.5 11.5 11.5 11.5 Response Standard Standard Standard Quick Quick Quick Quick Deflector Type Upright Pendent Recessed Upright Pendent Recessed Recessed Pendent Pendent Pendent Adjustment Up to 1/2" Up to 3/4" 1350F/570C 1350F/570C 135°F/57°C 135°F/57°C 1350F/570C 155°F/68°C 155°F/68°C 1SS°F/68°C 1550F/680C 155°F/68°C 135°F/571C 135°F/S7°C UL 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/790C 1750U790C 175°F/790C 200°F/930C 200°F/93°C 200°F/93°C 200°F/93°C 200°F,/93°C 200IU930C 2001F/931C 286°F/141°C 2860F/1410C 286°F/141°C 286°F/141°C 286°F/141°C 360°F/182°C 360°F/1820C 135°F/57°C 135°F/57°C 135°F/57°C 1350F/570C 1350F/571C 1551F/681C 155°F/68°C 155°F/68°C 1551U68°C 155°F/68°C 135°F/570C 1350F/570C ULC _ 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/790C 175°F/79°C 1750F/790C 200°F/93°C 200IU930C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200OU930C 286°F/141°C 286°F/141°C 286°F/141°C 2861UI410C 2860F/1410C 3f001`/182°C 360°F/1820C 1�35°F/57°C 135°F/57°C 1350F/570C 135°F/57°C 155°F/68°C 155°F/68°C 135°F/570C 155°F/68°C 155°F/68°C 135°F/57°C FM 15°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 1750F/790C None 200°F/93°C 200°F/93°C 200°F/93°C 200°F/930C 200°F/93°C 200°F/93°C 2860F/1410C 286°F/141°C 2860F/1411C 286°F/141°C 360°F/1821C 360°F/182°C 135°F/57°C 135°F/57°C 1350F/570C 1350F/570C 135°F/57°C 155°F/680C 1550F/680C 1550F/680C 155°F/68°C 155°1`/68°C 1350F/570C 135°F/570C NYC/MEA 4 62.99-E 175°F/79°C 175°F/790C 175°F/79°C 1750F/790C 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 2860F/141IC 286°F/141°C 2860U1410C 286°F/141°C 286°F/141°C 360°F/182°C 360°F/182°C 135°F/57°C 135°F/570C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/680C 135°F/57°C 135°F/570C CSFM#7690.0531:112 1750F/790C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 1750F/791C 1750F/790C 200°F/93°C 200°F/93°C 200°F/930C 200°F/93°C 200°F/93°C 200°F/930C 200°F/930C 2860U1410C 286°F/1410C 2860U1410C 286°F/141°C 286°F/141°C 360°F/182°C 360°F/182°C 13SOUS70C 135°F/57°C 155°F/68°C 135°F/57°C 1550U680C 135°F/57°C VNIIPO None 1750F/790C 175°F/79°C None 175°F/79°C 175°F/790C None 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/141°C 286°11141°C 360°F/182°C #Listings and Approvals of printing.All are approved open,except for areas designated"No". ^For K Factor when pressure is measured in Bar,multiply S.I.units by 10.0 ✓ctaulid VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.(D 2008 VICTAULIC COMPANY.ALL RIGHTS RESERVED. I,) 1�, 2 I: ,. FIRE, FROTEr.19-i`'*1 F�T'st. lilVia;`=; AUTOMAT RINKLERS � 4U. 11 V34, K8.0 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V3401, V3402,V3405 AND V3406 STANDARD AND QUICK RESPONSE RATINGS All glass bulbs are rated for temperatures from-65°F/-54°C to those shown in table below. Sprinkler Temperature Pa rt Nominal Temperatur� Maximum Ambient Classificati Id ca Rating Temperature Allowd Glass Bulb Color Ordinary A 13 10 Orange 57 Ordinary C 5 10 Red 68 Intermediate E '79 5 0 Yellow Intermediate F 90 50 Green High J 86 2107 Blue Extra High# K 180 00 Mauve —# 149 M Open — No Bulb #Standard response only. All are approved open,except for areas designated"No." 150/65 if wax coated. ORDERING INFORMATION Please specify the following when ordering: Sprinkler Model Number Style Temperature Rating K-Factor Thread Size Quantity Sprinkler Finish Escutcheon Finish Wrench Model Number www.victaulic.com �Ctal u I r C` VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2008 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 4U. 15 V34, K8.0 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V3401,V3402,V3405 AND V3406 STANDARD AND QUICK RESPONSE WAR-NI-NG-J& AWARNNG • Always read and understand installation, care and maintenance instructions,supplied with each box of sprinklers, before proceeding with installation of any sprinklers. c • Always wear safety glasses and foot protection. • Depressurize and drain the piping system before attempting to install, remove or adjust any Victaulic piping products. • Installation rules,especially those governing obstruction, must be strictly followed. • Painting, plating or any re-coating of sprinklers(other than that supplied by Victaulic)is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection _ Association pamphlet that describes care and maintenance of sprinkler systems. In addition,the authority having jurisdiction may have additional maintenance,testing and inspection requirements that must be followed. If you need additional copies of this publication,or if you have any questions about the safe installation of this product,contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA,Telephone: 001-610-559-3300. DIMENSIONS Standard Pendent—V3405,V3406 Standard Upright—V3401,V3402 37, yyww A 1 z/2/ 64 mm 45 mm/ 64 mm/ 45 mm ZyZ 1 s/�s"/ I 33 mm 1/2"Adjustment Recessed—V3405,V3406(drawing not to scale) 2%"/60 mm Max Hole ,27-11mm Min Hole Ns/ 18mm �n i����i of� Typical Ceiling TileTit "A"/ Finished Surface 47 rnm MAXIMUM RECESS 2"N775 mm MAXIMUM EXTENSION VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02008 VICTAULIC COMPANY,ALL RIGHTS RESERVED. ✓ctaul,cl 41; 1-; 1 Flit, f'itl lF+_ii(.., 4U. 1♦3 ` 041 K8,0 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V3401,V3402,V3405 AND V3406 STANDARD AND QUICK RESPONSE DIMENSIONS 3/4"Adjustment Recessed—V3405,V3406(drawing not to scale) 21'e'/60 mm Max Hole 2751 mm Min Hole t 1 1Y/ '4M 1 35 mm 44mm 16un i����4 e���1 TypicaICeilingTile �����e Kr ����e, 1 —1 YV/ 1 W/ Finished Surface 29 mm 47 mm + MAXIMUM RECESS 2 1Yid/75 mm MAXIMUM EXTENSION AVAILABLE WRENCHES Sprinkler Type V3401,V402 Upright yes yes V3405,V3406 Pendent yes yes V3405,V3406 Recessed Pendent yes — DISTRIBUTION PATTERNS Models V3405,V3406 K8.0 standard pendent and recessed pendent distribution patterns—trajectory 10, 3.0m� �••�:..����.•. • 8' �• •� 2.4nn ♦• ♦♦ 1.8m `•� ♦♦ 4- '� ♦♦ 1.2m •• i • i 2' 0.6nn It 0 •� 2' 4' 6' 8' 10, 12' 14' 16' 0.6m 1.2m 1.8m 2.4m 3.0m 3.7m 43m 4.9m 7 psi 15 psi 30 psi ...•... 48 kPa 103 kPa 207 kPa Refer to notes on page 6. www.victaulic.com �CtS1U��G� VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2008 VICTAULIC COMPANY,ALL RIGHTS RESERVED. 4U. 15 V347 K8.0 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V3401,V3402,V3405 AND V3406 STANDARD AND QUICK RESPONSE DISTRIBUTION PATTERNS Models V3401,V3402 K8.0 standard upright distribution patterns—trajectory 3.Om 10, •ft • ft 24m •. `•• 8' �% ••• • • • 18m `•� `• • •••• 1.2m ` • *% •`•• ` `• • 0.6m • 2' `% •• ` % 0.6m 1.2m 1.8m 2.4m 3.Om 3.7m 4.3m 4.9m 2' 4' 6' 8' 10, 12' 14' 16' 48kPa 103kPa 207kPa .`.".. 7 psi 15 psi 30 psi NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories,floor-wetting and wall-wetting patterns for these specific Victaulic FireLock automatic sprinklers.They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions,spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings,Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02008 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ✓ctsulia 4110 1�) fi FIRE PROTECTION PRODUCTS=AUTOMATIC—SPR►NKLERS � 4U. 1.63 04, K8.0 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V3401,V3402, V3405 AND V3406 STANDARD AND QUICK RESPONSE WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. www.victaulic.com �CtaU��C VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2008 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV C, FIRE PROTECTION .. AUTOMATIC V341 K8.0 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V3401,V3402,V3405 AND V3406 STANDARD AND QUICK RESPONSE 111111111111111111111111 IN WCAS-7AVN44 For complete contact information,visit www.victaulic.com 40.15 2547 REV G UPDATED 01/2008 X/Ctd U 1 C VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2008 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 110 IF, Schedule • and Schedule 40 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer Bull Moose Tube's Sch. 10 and Sch. 40 pipes are of quality pipe products. Our Schedule 10 and made to ASTM A135 and ASTM A795. These Schedule 40 are FM Approved and UL Listed (for U.S. products are typically supplied with our protective and Canada), even though these products do not coating but can be supplied without the coating so require separate approvals and listings. Bull Moose they can be hot-dip galvanized to meet FM Tube made the decision to have them approved and requirements for use in dry systems in accordance listed for your peace of mind. Our Sch. 10 and Sch. 40 with the zinc coating specifications of ASTM A795 or have been through the same rigorous testing as our ASTM A53. All Schedule 10 and Schedule 40 pipe other fine pipe products. has a pressure rating of 300 PSI. Schedule 10 Pipe Nominal Pipe Size(in) Nominal O.D. (in) Nominal I.D. (in�) Weight/Ft Bundle Size 1 1.315 1.097 1.41 Ibs/ft 91 1 1/4 1.660 1.442 1.81 Ibs/ft 61 1 1/2 1.900 1.682 2.09 Ibs/ft 61 2 2.375 2.157 2.64 Ibs/ft 37 2 1/2 2.875 2.635 3.53 Ibs/ft 30 3 3.500 3.260 4.34 Ibs/ft 19 4 4.500 4.260 5.62 Ibs/ft 19 Schedule 40 Pipe Nominal Pipe Size (in) Nominal O.D. (in) Nominal I.D.fin) Weight/Ft Bundle Size 1 1.315 1.049 1.68 Ibs/ft 70 1 1/4 1.660 1.380 2.27 Ibs/ft 51 1 1/2 1.900 1.610 2.72 Ibs/ft 44 2 2.375 2.067 3.66 Ibs/ft 30 2 1/2 2.875 2.468 5.80 Ibs/ft 30 3 3.500 3.068 7.58 Ibs/ft 19 4 4.500 4.026 10.80 Ibs/ft 19 PIPE PREPARATION For proper operation,all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket,pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint,scale,dirt,chips,grease,and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly,causing leakage. Also,check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, f° Cil6Chesterfield,MO 63017 contact your salesperson e .L us /� (800)325-4467 today at(800)325-4467 or LISTED 1 1 eu��MOOSE Tuee eonnw►n�v FAX:(636)537-2645 (636)537-2600 in the USA, v www.builmoosetube.com or from Canada F M A CA 6 company e-mail:sales@bullmooselube.com call(800)882-4666 APPROVED All information contained herein is accurate as known at the time of publication Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 ru FireLock' Fittings .. u�c LPCB vds VNIIPO See Victaulic publication 10.01 for details FireLock®products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design,affording a shorter center-to-end dimension than standard fittings.A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic IPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536,grade 65-45-12. Fitting Coating: • Orange enamel. • Red Enamel in EMEA-I. • Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. _ Submitted By.,_ Spec Sect Para Location Date Approved Date www.victaulic.com iCt�UI�C° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 1 V.VS FireLock° Fittings DIMENSIONS MCtoE C I t0 C to ✓ ,- z -•I -T t e 1 oL to NO.001 NO.003 NO.002 NO.006 No.003 No.002 ��. is fr+ 1tbA rti�h*ir 1'/a 1.660 _ _ _ _ 0.8 0.3 32 42.4 - 21 0.1 1% 1.900 - - - - - - 0.82 0.4 40 48.3 - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 2'/z 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 76.1 mm 3,000 3.00 3.30 2.25 2.4 - - - - 76.1 76 1.5 57 1.1 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 108mm 4.250 4.00 5.7 3.00 5.1 4.00 75 - 108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1-00 - 100 114.3 102 3.0 76 2.5 102 3.9 25 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 125 141.3 124 5.7 83 3.8 124 7.1 25 159 mm 6,250 5.50 12.6 3.50 9.2 5.50 179 - 158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.0( 150 168.3 140 8.3 89 5.3 140 10.3 -- 8 8.625 6.81 25.5 4.25 20.4 6.94 387 12.7 200 219.1 173 11.6 108 9.3 176 176 5.8 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. X.A-c-ta u llc� IOf) ; 7 F 1i S (-,;1RW-1'SlEFI PIPE- FIRE PROTECT PROLULTS J.V�V3 1 FireLock° Fittings FLOW DATA Frictional Resistance size Equivalent Feet/meters of straight Pipe t 1/4 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1 Ya 1.900 2.2 1.1 5.5 12 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2'/z 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108mm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 159mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 29 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 30 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com I� VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. /CtaIU C� S. ''J . CARBON • • PRODUCTS FireLock° Fittings GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009WO09H couplings, use FireLock No.006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the"QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.03 1539 REV I UPDATED 2/2010 �CtauhC` VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. I it i'A 7SHURJOINI__� x.-, :shugant rnm LISTED UmiTt For Fire Protection pressure rating,listing,and approval THREADED FITTINGS information,visit Shurjoint website, www.shu(ioint.com for details or contact your SHURJOINT Representative. Shurjoint offers a complete range of ductile iron Class 300 threaded fittings in sizes from%"to 2%" Material: Ductile iron ASTM A536 Gr. 65-45-12 and or Shurjoint ductile iron threaded fittings are 100%air ASTM A395 Gr. 65-45-15. tested underwater to ensure leak-free performance. Dimensions:ANSI B16.3 Class 150 except bushings and The Shurjoint ductile iron fitting series is UL listed plugs(1316.14), unions(1316.39)and companion flanges and FM approved, making them the right choice for (1316.42). Please note wall thickness dimensions are fire protection and other general application services. subordinate to Shurjoint UL and FM pressure rating listings and approvals Threads:ANSI B1.20.1 NPT or ISO-7(BSPT) Finish: Black or electro-zinc plated -- ' General Dimensions These dimensions apply to all standard fittings, both straight and reducing. For center-to-face dimensions(*), see fitting tables. Ductile Iron Class 300 threaded fittings are designed to the i• ` same dimensions as that of Class 150 malleable iron E fittings.Though due to the superior strength characteristics, 1 D ductile Iron fittings carry a much higher pressure rating. B ` - Laboratory tests confirm Shurjoint ductile iron fittings have 1— passed hydrostatic test pressures exceeding 6,000 psi/ 414 Bar,which is equal to four times the 1,500 psi/103 Bar as specified by ANSI B16.3 for 1%"—2"sizes. Size Band O.D. Band Width Thread Length(min) in in in in %2 1.02 0.25 0.43 % 1.46 0.27 0.50 x 1 1.77 0.30 0.58 1%+ 2.15 0.34 0.67 1'/: 2.43 1 0.37 1 0.70 2 2.96 0.42 0.75 2%2 3.59 1 0.48 0.92 Installers who have not used DI threaded fittings before Burst pressure testing of DI threaded fittings(2") 0 should be instructed that the fittings are stronger than the pipe in most cases. In general DI threaded fittings require about a one-half turn less than cast iron fittings. Refer to the installation instructions for further detail. Pressure-Temperature Ratin ANSI 11316.3&11316.14 Nom, Working Pressure • .C.) Working Pressure Class 1":2000 psi/140 Bar 300 2": 1500 psi/105 Bar 300 psi(20 Bar) 2%2": 1000 psi/70 Bar 'Proof test pressure:1.5 times the working pressure,non-shock cold water. 1-01-1/6 Rev.G 20120315 TTSHURJ01f-.T9 Threadeclsittings vmw shurpint com MODEL 811 ELBOW 900 Model • • • 1 '~ Size A Wt, Box Q'ty in in Lbs PCs Y2 1.12 0.25 240 ' % 1.31 0.35 120 1 1 1.50 0.57 70 1 Ya 1.75 0.97 40 r 1 Yz 1.94 1.17 30 2 2.25 1 1.83 20 2Y2 2.70 3.34 10 MODEL 812 REDUCING ELBOW 900 Model 812 Reducing Elbow 900 Size A B Wt. Box Q' in in in Lbs PCs %x Y2 1.20 1.22 0.35 160 1 x Yo 1.26 1.36 0.46 110 1 X% 1.18 1.45 0.57 90 1'A x Y2 1.34 1.53 0.64 75 1%x% 1.45 1.62 0.68 60 1 A x 1 1.58 1.67 0.81 55 1 Yz x% 1.41 1.66 0.84 45 1 Yz x% 1.52 1.75 0.90 45 1 Y2 x 1 1.65 1.80 0.95 40 1 Y:x 1'A 1.82 1.88 1.10 35 2 x N 1.60 1.97 1.19 30 2 x 1 1.73 2.02 1.47 25 2 x 1'% 2.02 2.16 1.61 20 2%x 2 2.39 2.60 2.93 15 MODEL 813 ELBOW 450 ElbowModel 813 Size A Wt. Box Q'ty f' iin in Lbs PCs Y2 0.88 0.22 250 % 0.98 0.33 150 1 1.12 0.55 90 ' 1 A 1.29 0.84 50 A 1 Y21.43 0.92 �- 5-� 3 2 1.68 1.63 185 2% 1.95 2.42 12 1-01-216 Rev.G 20120315 TT-) SHURJOIN11,-) " ' - 'l MODEL 814 TEE Model 814 Tee Size A Wt. Box Q'ty in in Lbs PCs % 1.12 0.31 150 Ya 1.31 0.48 90 1 1.50 0.81 60 1'/a 1.75 1.28 35 - - a - - a- 1Y2 1.94 1.72 24 2 2.25 2.57 12 2'/2 2.70 4.44 8 MODEL 815 REDUCING TEE Model 815 Reducing Tee s _ Size A B C Wt. Box in in in in Lbs PCs '/a '/. 1 Y, 1.20 1.20 1.22 0.46 95 1 1.50 1.36 1.50 0.71 55 i Y, 1.26 1.20 1.36 0.59 80 '/a�-' % 1.37 1 1.31 1.45 1 0.66 65 1 1 1.50 1.45 1.50 0.77 55 - -- 1 % 1.37 1.37 1.45 0.75 65 %a 1.37 1.37 1.45 0.75 60 Y, 1.34 1.26 1.53 0.79 50 1 i< 1.45 1.37 1.62 0.88 50 1 1.58 1.50 1.67 1.01 45 1%a 1.75 1.67 1.75 1.25 40 Y, 1.34 1.34 1.53 0.84 45 1'/a '/a 1.45 1.45 1.62 0.99 45 1 1.58 1.58 1.67 1.12 40 % 1.44 1.31 1.69 0.92 40 %a 1.50 1.37 1.75 1.01 1 40 1 1 1.65 1.50 1.80 1.19 30 1 is 1.82 1.67 1.88 1.54 30 1 Y, 1.94 1.80 1.94 1.54 30 1,/ Y• 1.41 1.34 1.66 1.08 40 1'% % 1.52 1.45 1.75 1.14 40 1 1.65 1.58 1.80 1.39 30 % 1.41 1.41 1.66 1.10 1 35 1 Y2 % 1.52 1.52 1.75 1.17 35 1 1.65 1.65 1.80 1.36 30 1 Y. 1.82 1.82 1.88 1.56 30 1 2 2.25 2.02 2.25 2.13 15 1 Ya 2 2.25 2.10 2.25 2.22 15 '/: 1.49 1.41 1.88 1.52 30 '/a 1.60 1.52 1.97 1.47 25 1'/ 1 1.73 1.65 2.02 1.63 20 2 1'% 2.02 1.94 1 2.16 2.09 20 2 2.25 2.16 2.25 2.33 15 1'3 1.49 1.49 1.88 1.56 20 % 1.60 1.60 1.97 1.61 20 2 1 113 1.73 2.02 1.80 20 1 Y. 1.90 1.90 2.10 2.09 20 1% 2.02 2.02 2.16 2.24 15 2'/ 2 % 1.74 1.60 2.32 2.35 15 1-01-3/6 Rev.G 20120315 TTSHUR,J011J -.,r(s wntisv_shuront.com MODEL 815 BULLHEAD TEE Model815 Bullhead Tee 1 Size A B C Wt. Box C in in in in Lbs PCs % % 1 1.45 1.45 1.37 0.66 65 i 1 1 1'/4 1.67 1.67 1.58 0.97 45 1 Y2 1.80 1.80 1.65 1.15 35 1 1% 1.88 1.80 1.82 1.43 1 30 1 Y< 1 Y2 1.88 1.88 1.82 1.52 30 A -- - 1/' 2 2.10 2.10 1.90 1.80 24 1 Y2 1 2 2.16 2.10 2.02 1.94 20 1/2 1 2 2.16 2.16 2.02 2.00 20 2 2 1 2% 2.60 2.60 2.39 3.61 10 MODEL 816 REDUCING COUPLING Model . Reducing Size A Wrench Size Wt. Box In in in Lbs PCs %x Y2 1.63 1'% 0.37 150 ' 1 x Y2 1.69 1%. 0.37 140 1 x% 1.37 1-Y2 0.48 120 1'/.x%, 2.06 1%2 0.59 80 1'14 x 1 2.06 0.66 60 1%x 1 2.31 0.84 50 1'/2 x 1% 2.31 0.92 45 2 x 1 2.81 1.23 35 2 x 1% 2.81 1.28 30 2 x 1 Y2 2.81 1.66 1 30 2%x2 3.25 2.24 18 MODEL 817 CROSS B B -- Model 817 C • 1 Size A B Wt. Box l]'ty n in in in Lbs PCs 1 112 1.12 1.12 0.48 90 1 3/4 1.31 1.31 0.77 60 n " 1 1.50 1.50 0.95 45 j 1 Y. 1.75 1.75 1.43 25 1Y2 1.94 1.94 1.87 1 20 2 2.25 2.25 2.86 1 10 Model 817 Reducing Cross Size A B Wt. Box Gf' in in in Lbs PCs 1'/a1'/+x1x1 1.67 1.58 1.25 30 VWY910 1.80 1.65 1.47 24 2 x 2 x 1 x1 2.02 1.73 1.94 16 1-01416 Rev.G 20120315 SHURJOINI Threaded 4•n•.tiv shuq�ml cnm MODEL 818 STRAIGHT COUPLING Model 818 Straight Coupling Size A Wrench Size Wt. Box Q'ty in in in Lbs PCs A %: 1.38 1%" 0.18 360 % 1.61 M, 0.26 200 1 1.77 1'%6" 0.42 110 1'% 2.00 2" 0.57 75 1%: 1 2.20 1 2'/4" 1 0.77 60 2 1 2.60 1 2%" 1.17 30 2'/z 3.00 31,/e" 2.11 18 MODEL 820 CAP Model 1 Cap Size A Wt. Box Q'ty in in in Lbs %: 0.89 0.14 500 % 1.00 0.20 300 1_ r 1 1.18 0.33 180 1% 1.32 0.46 110 1%: 1.38 0.57 80 2 1.48 0.88 45 2%: 1.77 1.54 25 MODEL 825 EXTENSION PIECE Model 825 Extension Piece A jiSize A Wt. Box Q' in in Lbs PCs '/2 x 1%L 1.50 0.18 300 '/:x 2L 2.00 0.22 250 %x 1%L 1.50 0.22 250 %x 2L 2.00 0.26 200 MODEL 831 LONG STREET ELBOW 900 Mode 831 Long Street Elbow 900 Size A B Wt. Box Q'ty A in in in Lbs PCs r 1 x%m 1.50 3.00 0.66 80 g - 1 x 1 M 1.50 3.00 0.81 60 1-01-516 Rev.G 20120315 TTSHURJOL .Ts - ' - 'i MODEL 832 LONG STREET TEE Model 832 Long Street Tee Size I A B C Wt Box Q'ty in in in in Lbs PCs 1 x%ct M 1.50 1.40 3.00 0.91 50 r 1 x 1 x 1 M 1.50 1.50 3.00 1.03 45 4 MODEL 827 HEX BUSHING Model 827 Hex Bushing Size A Wt. Box Qty in in Lbs PCs --- _ 1 x%: 1.06 0.20 280 _ 1 x% 1.06 0.18 280 -- 1'h x 1 1.18 0.29 150 1 y.x 1 1.26 0.53 100 1'%x 1'/, 1.26 0.37 100 20 1 1.34 0.75 1 80 2 x 1'/< 1.34 0.75 80 2 x 1% 1.34 0.64 1 80 MODEL 819 PLUG Model : • Plug Size A Wt. Box Q' � X in in Lbs PCs <> y: 0.93 0.09 500 FM i 3/4 1.13 0.18 300 1 1.25 0.25 200 _ 1 Y. 1.36 0.42 110 1y: 1 1.45 1 0.59 1 80 r = - 2 1 1.50 1 0.95 45 General Notes: • Pressure ratings listed are CWP(cold water pressure)or maximum working pressure within the service temperature range of the gasket used in the coupling.This rating may occasionally differ from maximum working pressures listed and/or approved by UL,ULC,and/or FM as testing conditions and test pipes differ.For additional information contact Shurjoint. • Maximum working pressures and end loads listed are total of internal and external pressures and loads based on Sch.10 steel pipe with roll grooves to ANSI/AWWA C606-07 specifications.For information on other pipe schedules contact Shurjoint.. • For one time field test only the maximum joint working pressure may be increased 1'/2 times the figures shown. • Warning:Piping systems must always be depressurized and drained before attempting disassembly and or removal of any components. • Shurjoint reserves the right to change specifications,designs and or standard equipment without notice and without incurring any obligations. Job Name: System No. Location: Contractor: Approved: Date: Engineer: I Approved: Date: Shurjoint product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements,please contact Shurjoint Technical Service.Shurjoint reserves the right to change or modify product design, construction, specifications,or materials without prior notice and without incurring any obligations to make such changes and modifications on Shurjoint products previously subsequently sold. 1-01-6/6 Rev.G 20120315 FireLock EZO Rigid Coupling �s FM vdsUPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 009H The FireLock EZ Style 009H coupling is a rigid, installation-ready coupling for fire protection pipe joining. The coupling's unique design eliminates loose parts, insures consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009H couplings are recommended for use ONLY on fire protection systems. PATENTED LISTINGS/APPROVALS * The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Standard Pipe 1�/a 175 '365 365 '365 •365 32 1206 2517 2517 2517 2517 1V2 175 365 365 365 365 40 1206 2517 2517 2517 2517 2 175 365 365 365 365 50 1206 2517 2517 2517 2517 21h N/A 365 365 365 365 65 2517 2517 2517 2517 76.1mm N/A N/A 365** 365 365 2517** 2517 2517 3 365 365 365 365 80 N/A 2517 2517 2517 2517 4 N/A 365 365 365 365 100 2517 2517 2517 2517 165.1mm N/A N/A 290** 232 300 1999** 1600 2068 6# 290 365 232 365 150# N/A 1999 2517 1600 2517 Listed/Approved for wet and dry pipe systems(>-40'F/-40T), Please refer to the Victaulic Installation Manual(1-009H_009_009V.pdf)for details concerning when supplemental lubrication is required. EN-10219(L)for 76.1mm size;EN-10255(M)for 165.1mm size # Regional availability only Speciality Pipe Pressure Rating Size Pres ure Rating- Pressure Rating- Pipe Size -psi/kPa Pipe p'si/kPa Pipe Size Psi/kPa BLT 1'/4-2 300 300 EZT 1 Ya-2 300 300 MT 1'/4-2 300 300 2068 2068 2068 2068 2068 2068 DF 1114-4 300 300 FF 1/e-4 300 300 MLT 1'/a-2 N/A 300 2068 2068 2068 2068 2068 DT 1 Ya-2 300 300 FLF 1'/4-4 N/A 300 ST 1 Ya-2 N/A 300 2068 2068 2068 2068 EF 1/4-4 175 175 FLT 1'/4-2 N/A 300 STF 1'/4-4 N/A 300 1206 1206 2068 2068 EL 1/a-2 300 300 FLTL 1 Ya-2 N/A 300 TF 2'/4-4 N/A 300 2068 2068 1 2068 1 2068 ET40 1 Ya-2 300 300 GL 1'/4-2 300 300 WLS 1/4-2 300 300 2068 2068 I 2068 2068 2068 2068 EZF 3-4 300 300 MF 1/4-4 300 300 WST 1/a-2 N/A 175 2068 2068 2068 2068 1206 XL 1/4-2 300 300 2068 2068 JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect , Para Location Date- Approved Date www.victaulic.com �CtaU�tC° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IPS A,180.1 _i EFI. PWE FIRE :'Rt`.'Fi :1101-1 F'r:Cf)U1:T1, 1 U.01 FireLock EZO Rigid Coupling STYLE 009H STYLE 009H DIMENSIONS Y � I. Z.I T 1/4 1 660 365 790 010 2 -'/a x 2 2,95 477 270 463 193 1.4 32 42.4 2517 3514 2.54 -M10 x 2 75 121 69 118 49 0,7 1 112 1.900 365 1035 0.10 2 -3/e x 2 3.19 4.97 2.94 4.79 1.93 1.5 40 48.3 2517 4604 2.54 -M10 x 2 81 126 75 122 49 0.7 STYLE 009H PRE•ASSEMBLED 2 2.375 365 1616 0.12 2 -'/e x 2 3.79 5.53 3.45 5.42 1.93 1.9 (PUSH ON CONDITION) 50 60.3 2517 7193 3.05 -M10 x 2 96 140 88 138 49 0.9 2 V2 2.875 365 2370 0.12 2 -3/e x 2 Y2 4.29 6.09 3.92 5.85 1.93 2.1 Y L '+I 65 73.0 2517 10542 3.05 -M10 x 2 Y2 109 155 100 149 49 1.0 76.1 mm 3.000 365 2580 0.12 2 -3/a x 2 Y2 4.40 6.31 4.05 5.90 1.93 2.1 76.1 2517 11476 3.05 M10 x 2 Y2 112 160 iO3 'SO 49 io 3 3.500 365 3512 0.12 2 3/a x 2 112 4. 3 91 6.70 4.55 6.46 1.93 2 80 88.9 2517 15622 3.05 M10 x 2 1/2 125 170 116 164 49 1.0 4 4.500 365 5805 0.17 2 -3/8 x 2112 5.95 7.82 5.54 7.47 2.14 2.9 100 114.3 2517 25822 4.32 M10 x 2112 151 199 141 190 55 1.3 STYLE 009H JOINT ASSEMBLED 165,1 mm 6.500 290 9623 0.17 2 -3/8 x 3 1/4 7.84 10.93 7.55 10.85 2.11 5.69 165.1 1999 42805 4.32 M16 x 3'/a 199 278 192 276 54 2.6 6 6,625 290 9997 0.17 2 -1A x 3 Y4 7.96 11.08 7.67 11.99 2.11 5.92 150 168.3 1999 44469 4.32 M16 x 3 Y4 202 281 195 305 54 169 Working Pressure and End Load are total,from all internal and external loads,based on standard weight (ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See page 1 of this document for Listed/Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown in the chart on page 1,specific to pipe schedule and size. f The allowable pipe separation dimension shown is for system layout purposes only.FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system.. Number of bolts required equals number of housing segments. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536,grade 65-45-12. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. Housing Coating: • Orange enamel (North America,Asia Pacific) • Red enamel (Europe) Optional Coatings: • Hot dipped galvanized Gasket: • Grade"E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited,and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. www.victaulic.com ictaulc VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. If)i'1 fj;:,J C FireLock EZ° Rigid Coupling STYLE 009H GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009H couplings, use FireLock No.006 end caps containing the "EZ" marking on the inside face or No.60 end caps con- taining the"QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009H couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009H coupling.There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade"E"Type A gaskets.These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop,that once installed provides the same benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.61 5731 REV F UPDATED 10/2011 �(rt'c�u1lri VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC �` �'�1 (g) TOLC NIB= Revision 00: Fig. 200 - "Trimline" Adjustable Band Hanger C@ US LISTED Fig. 20OR (Import) - "Trimline" Adjustable Band Hanger FM w/Retainer Ring '• Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping - f purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — / B . • (1/2" thru 2") Flared edges ease installation for I B ;" , ;j all pipe types and protect CPVC plastic pipe ;it from abrasion. Captured design keeps adjusting / nut from separating with hanger. Hanger is eas- ily installed around pipe. • (21/2" thru 8") Spring tension on nut holds it _-- securely in hanger before installation. Adjusting nut is easily removed. Fig.200 1"-2" Fig.200 21/2"-8" Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA(UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type ! ® r- N 44 10. Maximum Temperature — 650OF /" I ``' B Finish — Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By — Figure number and pipe size 1( AIt Note — Figure 20OR (import) with retainer ring and A non-captured knurl nut. Fig.20OR 21/2"-8" Fig.20OR 1/2"-2" Dimensions •Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 112 3/8 8mm or 10mm 31/8 25/8 400 11 3/4 3/8 8mm or 10mm 31/8 21/2 400 11 1 3/8 8mm or 10mm Us 2-Y8 400 12 11/4 3/8 8mm or 10mm 33/4 27/8 400 13 11/2 3/8 8mm or 10mm 37/e 27/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 5% 41/8 600 27 3 3/8 10mm 57/8 4 600 29 31/2 3/8 10mm 7N 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 m CUSTOMER SERVICE•800.786.5266 www.tolco.com � � � w ggo P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 001/020 SWAY BRACE FITTING MODEL E Part#077 1"min • �• e Load Ratings Size SIZE-SYSTEM PIPE: Nominal : ° Steel V thru 4" Sch. 10 and Sch. 40 1 1l4 2so 1000 SIZE-BRACE PIPE: V or 1 1/4" Sch.40 1 2 zso 1000 MATERIAL-Carbon Steel or S.S.(Type 304). z 1/2 aoo 1300 FINISH-Plain or E.G. 3 soo 13D0 LISTING/APPROVAL- a eoo 15ao Q FM Approved-1950 OSHPD See Website. FUNCTION- Lateral fitting of an AFCON sway brace assembly. Sway brace assemblies are intended to be installed in accordance with NFPA 13 and the manufacturer's installation instructions. INSTALLATION-Per these instructions including NFPA 13 and 13R. Load rating-see chart. Align brace pipe perpendicular to system pipe. ASSEMBLY-See drawing. Combine with proper AFCON components-see disclaimer below. Insert brace pipe through rod bend and under channel bracket to achieve minimum I"extension. Tighten hex nuts until gage spring lays flat or torque to 165 in.-lbs. FEATURES *Visual inspection,verifies proper installation. ORDERING-Part#,size-system pipe, size-brace pipe and finish. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER-AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AFCON products have been,or are used. 3/13 Permit#: 1750 Permit Date: 11/27/17 Permit Type: FIRE SPRINKLER Project Name: Pearson Millworks Applicant Name: Burns Fire Protection Systems, Inc. Applicant Address: P.O. Box 1110 Applicant, City, State, Zip: Granite Falls,WA 98252 Contact: Keith Kyle Phone: 425-905-5780 Email: keith@burnsfire.com Scope of Work: Product Storage Valuation: 22500.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 01/02/2018 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051500401200 19311 59th Avenue NE City of Arlington Contractors Contractor Primary Contact Phone Address Contractor Type License License# Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION COA 603 467 812 Systems CONTRACTOR Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION Labor&BURNSFP841DU Systems CONTRACTOR Industries Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION NICET 86528 Systems CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status O1/26/2018 FS07.FIRE Pressure test complete,all 01/26/2018 BUILDING Completed SPRINKLER FINAL piping&bracing approved. Plan Reviews Date Review Type Description Assigned To Review Status 11/27/2017 FIRE SPRINKLER BUILDING 11/27/2017 FIRE SPRINKLER PW-WAT-REV 11/27/2017 FIRE SPRINKLER No comments for this review.Gus FIRE Fees Fee Description Notes Amount Fire System Plan Review Table 4-1 $100.00 Fire Sprinkler System Commercial NFPA 13/13R $513.16 Processing/Technology $25.00 Total $638.16 Attached Letters Date Letter Description 12/20/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/27/2017 Burns fire check#9149 Launa Black $100.00 O1/02/2018 Burns Fire Protection Check#9150 Kristin Foster $538.16 Outstanding Balance $0.00 Notes Date Note Created By: 12/20/2017 Emailed that permit is ready to issue.KF Kristin Foster Uploaded Files Date File Name O1/02/2018 2918904-1750 Issued Permit.pdf 11/27/2017 2797582-1750 Apnlication.pdf 1 ® z �� �O T� Z _ �..ics.N.rw.awasaq /�� C= CID cz D II (n MC �` B( n t p i v, m m \moo �� S pt 7 C b g Z7 (x M m C O t 10 npxi D o O Z =m C� Z c b0zmz z w D c m .-,wo,RC _ P z Z� fit a Z ay j >{o m�nai � nA m C < n � 70 D r wi^I n z D m-0 m C m Fl-— { -u O 1 tt Q a m n � 0 6• > �7 -� r n = O 2 z z oo 3 �� A D m c7 � o wo � r m �� mm � Cf) C7 m r U r3 z � Cn � D D ( v. 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